SKITSEPROJEKT - LandCAD

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Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk Job Number Job Title Client Calcs by Checked by Date IPE180 IPE180 I1 0.920 93.8 IPE100 IPE100 I1 0.286 29.1 IPE140 IPE140 I1 0.631 64.4 --------------------- 9.635 982.1 Own weight of structure = 0.00 kN Sheet 5324 Kulturbro-Aalborg - Bilag 1 Jens Toft-Nielsen 69 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 No. of real numbers in Stiffness matrix = 5256 (52560 bytes) Time used to analyse = 0: 0:1.031 seconds Total number of : Nodes = 24 Beam Elements = 32 Cable Elements = 0 Shell Elements = 0 Supports = 4 Section Properties = 21 Load Cases = 4 Load Combinations = 16 =============================== END OF OUTPUT =================================
Internet: http://www.erasmus.dk E-Mail : info@erasmus.dk Job Number Job Title Client Calcs by Checked by Date Sheet 5324 Kulturbro-Aalborg - Bilag 1 Jens Toft-Nielsen 70 Morten Struve Nielsen Ejvind Rasmussen 19-03-2007 Space Frame Analysis Ver W2.2.39 - 02 Feb 2007 Input file:Z:\FLERE\5324 - Kulturbro Aalborg\Beregninger\PROKON\broklap_4,428m+rækværk_2bjælker_1.A03 Created : 19-03-2007 12:47:49 A03 ========== S p a c e - F r a m e A n a l y s i s - P R O K O N =========== Ver W2.2.39 - 02 Feb 2007 TITLE :Gangbro 4,428m fag - to bjælker Data file : Z:\FLERE\5324 - Kulturbro Aalborg\Beregninger\PROKON\broklap_4,428m+rækværk_2bjælker_1.A03 Created on: 19-03-2007 ========================== NODAL POINT COORDINATES ============================ Node No X-coord Y-coord Z-coord Node No X-coord Y-coord Z-coord m m m m m m 1 0.000 0.000 0.306 2 1.690 0.000 0.306 3 2.210 0.000 0.306 4 2.810 0.000 0.306 5 3.410 0.000 0.306 6 0.000 0.000 3.486 7 1.690 0.000 3.486 8 2.210 0.000 3.486 9 2.810 0.000 3.486 10 3.410 0.000 3.486 11 2.210 0.000 0.000 13 3.410 0.000 0.000 14 2.210 0.000 4.430 16 3.410 0.000 4.430 17 3.410 0.000 1.896 18 3.410 1.200 0.000 19 3.410 1.200 0.306 20 3.410 1.200 1.896 21 3.410 1.200 3.486 22 3.410 1.200 4.430 23 2.210 0.000 1.896 =============================== ELEMENT DATA ================================== Beam Secn. type Fixity Length ß m (°) 1-2 HE200B 00 1.690 0.00 2-3 HE200B 00 0.520 0.00 3-4 HE200B 00 0.600 0.00 4-5 HE200B 00 0.600 0.00 6-7 HE200B 00 1.690 -0.00 7-8 HE200B 00 0.520 -0.00 8-9 HE200B 00 0.600 -0.00 9-10 HE200B 00 0.600 -0.00 3-11 IPE140 00 0.306 0.00 3-23 IPE140 00 1.590 0.00 8-23 IPE140 00 1.590 -0.00 8-14 IPE140 00 0.944 0.00 5-13 IPE120 00 0.306 0.00 5-17 IPE120 00 1.590 -0.00 10-17 IPE120 00 1.590 0.00 10-16 IPE120 00 0.944 0.00 18-19 10X15 00 0.306 -0.00 19-20 10X15 00 1.590 -0.00 20-21 10X15 00 1.590 -0.00 21-22 10X15 00 0.944 0.00 5-19 10X10 00 1.200 0.00 10-21 10X10 00 1.200 0.00 5-7 NR40 00 3.615 0.00 2-10 NR40 00 3.615 0.00 11-13 IPE100 00 1.200 0.00 14-16 IPE100 00 1.200 -0.00 ============================ SECTION PROPERTIES =============================== Section : HE120B Section designation: HE120B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4 3.400E-3 0.000 0.000 8.64E-6 3.18E-6 139E-9 Steel:S275 Section : HE140B Section designation: HE140B H1 ---------------- A Ay Ax Ixx Iyy J Material m^2 m^2 m^2 m^4 m^4 m^4
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SKITSEPROJEKT Marts 2009 KULTURBRO
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ORGANISATIONSPLAN Bygherre : Foreni
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Fase: Forslag 19. Marts 2007 Forsla
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3 Forslag 3.1 Formål med forslag F
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3.3 Lastkombinationer Fase: Forslag
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3.4 Lastfastsættelse Fase: Forslag
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Fase: Forslag 19. Marts 2007 Side:
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Vandret masselast Fase: Forslag 19.
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3.7.1 Fast fag 4,48 m Fase: Forslag
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3.7.2 Fast fag 5,0 m Fase: Forslag
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3.7.4 Klapfag 4,98 m Fase: Forslag
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Type W pl [mm 3 ] IPE100 39,4*10 3
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3.8.4 Belastninger af broklap ved
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Klapfag 4,98m Klapfag 4,98m X-retni
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3.9 Alternativ fastgørelse af stib
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3.9.3 Klapfag 4,50 m Fase: Forslag
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Figur 3.13 Skitse af forløb ved ma
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TRAFIK & VEJE Postboks 219 Til Kurt
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Længde/stigning på Ambulancevej A
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Finansiering af anlæg I Toft-Niels
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Bemærkninger fra Banedanmark Vedli
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Oversigtskort - principper for stit
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Sikkerhed :
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Svigtsandsynligheder, sikkerhedskla
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Uddrag af Rambølls notat Fase A3 v
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Kollisionssandsynlighed 1,00E+00 1,
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• Broens underbygning knuses loka
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samt en deformation af overbygninge
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System 2, inde på land, udformes s
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I alt skibe = 3106 heraf lystfartø
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Når der drejes til stilling 2, tæ
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Med venlig hilsen Morten Larsen, pl
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Montage af Kulturbro-Aalborg : Over
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Dette foregår på samme måde som
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Fremmede ledninger Vi har indhentet
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SIGNATURFORKLARING: ADVARSLER: Bem
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SIGNATURFORKLARING: ADVARSLER: Bem
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1090 På sydsiden skal entreprenør
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Jording i forbindelse med eventuel
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3.11.4 Drift og vedligeholdelse 19.
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Myndighedskontakter i øvrigt Der h
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Farvandsvæsenet : ----- Original M
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Toft-Nielsen A/S Att.: Jens Toft-Ni
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Notat Projekt Jernbanebroen over Li
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drager. Den ekstra last fordeles li
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4.2 Komfortundersøgelser for faste
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Desuden skal en del af gitterristen
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På Jernbanebroen er der målt stø
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13-2-2008 MR 86,4 13-2-2008 MR 88,2
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Sammenfatning : Når der ikke komme
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Cc: Niels-Henrik Jensen (NHJ) ; Pla
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M7766 Lih 23.19 - Ab 23.23 M7789 Ab
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Subject: VS: Åbningstider af klap
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Budget pr. 1-3-2009, incl. moms : P
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Længde Dimension stål Vægt pr. l
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Internet: http://www.erasmus.dk E-M
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Erasmus Partnere A/S 2008.11.14 22.
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Erasmus : Detailopbygning af 180 cm
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Project: By: Date: Checked: Descrip
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